Highways Agency Report

Original Record

             Shelfmark: SSR/UNI/86
       Personal author: Johnson R P
                 Title: Stiffness and strength of lateral restraints to
                        compresses flanges
             Publisher: University of Warwick, 1996
  Physical description: 27 leaves, charts
                 Price: Unpriced
       Notes - general: Abstract: Steel compression flanges for bridge girders
                        recieve discrete lateral restraint from diaphragms and
                        transverse frames.  Relationships between the
                        compressive force at first yield in an imperfect
                        flange and the space, strength, and stiffness of these
                        restraints have been found by fnite-element parametric
                        stdies, ina form that provides a basis for improved
                        design rules.  Conditions have been determined for the
                        safe use of the beam-on-elastic foundations analogy
                        for finding elast critical forces.
               Keyword: Stress Analysis
 CONTRACTOR REPORT
  copy:1       id:54046000292514      library:SSR          location:SSR-SHELF